Bridge Management: Inspection, Maintenance, Assessment and by Derrick Beckett (auth.), J. E. Harding, G. A. R. Parke, M.

By Derrick Beckett (auth.), J. E. Harding, G. A. R. Parke, M. J. Ryall (eds.)

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Sample text

Where necessary the basic equations could be used in the assessment. In deteriorated structures, allowance has to be made for the effects of deterioration. In corroded steel structures, the member size should be measured and the assessment carried out on the basis of the reduced section properties. Judgements need to be made about corrosion of steel in reinforced and prestressed concrete structures. It is also advocated that probability methods be used in the assessment of major structures. In Ref.

In all cases the top ftange is hidden andin the last the web is also enclosed. Therefore the road pavement and part ofthe fill will need to be excavated for a proper inspection. On older bridges and even in many modern bridges, particularly the smaller ones, there is no permanent provision of walkways and the like for inspection. The increased recognition of the need for inspection from close quarters has created a demand for different types of access equipment. There are many types oflorry-mounted aerial platforms capable of carrying two to three people up to heights of 60 m.

There are many bridge management systems in operation, but few claim to carry out explicit economic analysis to decide the best maintenance operation. In most management systems the type of maintenance is selected by experience and judgement, and priority between bridges and different maintenance actions is based on rankings for various factors which are assigned subjectively and then added up to give an overall ranking. , which are obviously good value for money, especially in bridges where chlorides have not permeated into the concrete.

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